CN204434056U - Steel bar hanger - Google Patents
Steel bar hanger Download PDFInfo
- Publication number
- CN204434056U CN204434056U CN201520080144.2U CN201520080144U CN204434056U CN 204434056 U CN204434056 U CN 204434056U CN 201520080144 U CN201520080144 U CN 201520080144U CN 204434056 U CN204434056 U CN 204434056U
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- CN
- China
- Prior art keywords
- crossbeams
- welded
- steel bar
- reinforcing bar
- circular hole
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to a kind of Steel bar hanger, it comprises two " work " font crossbeams, the upper end face of a crossbeam is welded with symmetrical hanger wherein, the left side of two crossbeams is welded with transverse sleeves respectively, and the right side of two crossbeams is welded with longitudinal sleeve respectively, and latch is inserted in transverse sleeves, bearing pin is arranged in longitudinal sleeve, the lower edges of two crossbeams is all processed with semicircle orifice, forms circular hole after merging, and the two ends of two crossbeams are provided with end-blocking steel plate.The utility model adopts said structure design, can lift many reinforcing bars, install simultaneously, thus effectively raise installation effectiveness and the quality of reinforcing bar, ensure that the safety of construction simultaneously.
Description
Technical field
The utility model relates to the lifting of a kind of bridge construction reinforcing bar auxiliary working apparatus, particularly a kind of Steel bar hanger.
Background technology
In bridge construction process, need, to pier shaft and king-post, reinforcing bar is installed, the technical scheme of current employing is: first the reinforcing bar half-blank rope coil processed be held together, and then lift bundled half-blank reinforcing bar to operation platform with loop wheel machine, then be installed to design attitude by root again by workman.Its shortcoming of this kind of method is adopted to be: aloft work, narrow space, operating difficulties; Time duration is longer; Reinforcing bar location difficulty, squareness is comparatively difficult to ensure card.
Therefore, need to design new reinforcing bar lifting installation method based on above-mentioned analysis, actv. overcomes above-mentioned reinforcement installation difficult problem, and operating efficiency is improved on the basis ensureing safe construction.
Summary of the invention
Technical problem to be solved in the utility model is to provide a kind of Steel bar hanger, this Steel bar hanger, can lift many reinforcing bars, install simultaneously, thus effectively raises installation effectiveness and the quality of reinforcing bar, ensure that the safety of construction simultaneously.The object of utility model is achieved in that
Steel bar hanger, it comprises two " work " font crossbeams, the upper end face of a crossbeam is welded with symmetrical hanger wherein, the left side of two crossbeams is welded with transverse sleeves respectively, and the right side of two crossbeams is welded with longitudinal sleeve respectively, and latch is inserted in transverse sleeves, bearing pin is arranged in longitudinal sleeve, the lower edges of two crossbeams is all processed with semicircle orifice, forms circular hole after merging, and the two ends of two crossbeams are provided with end-blocking steel plate.
Can rotate around bearing pin after two described crossbeams merge.
Described latch can plug in transverse sleeves.
Spacing between described circular hole can adjust, and the quantity of circular hole can adjust.
The utility model has following beneficial effect:
This Steel bar hanger is applied to lifting and the installation of reinforcing bar in bridge construction process, can lifts many reinforcing bars simultaneously, ensure that setting accuracy and the installation quality of reinforcing bar simultaneously, improve the efficiency of bridge construction.
Before lifting, two crossbeams are rotated separately around bearing pin, to the reinforcing bar installed be needed to be positioned in reinforcing bar positioning round orifice again, two crossbeams that close clamp reinforcing bars and plug latch, then hanger is hung with loop wheel machine, the position needing to install is lifted into together with reinforcing bar, because the spacing between circular hole is identical with needing the spacing of carrying out the reinforcing bar docked, so the reinforcing bar played to be aimed at the reinforcing bar needing to carry out installing, screw reinforcing steel bar connecting sleeve tube simultaneously, latch is pulled out after reinforcement installation completes, by two crossbeams separately, hang reinforcing bar, and then plug latch, proceed lifting next time.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail.
Fig. 1 is the section-drawing in cross section, two crossbeam joint face places of the present utility model.
Fig. 2 is birds-eye view of the present utility model.
Fig. 3 is the cutaway view in the utility model crossbeam, cross section, hanger place.
In figure: hanger 1, crossbeam 2, latch 3, transverse sleeves 4, longitudinal sleeve 5, bearing pin 6, circular hole 7, end-blocking steel plate 8.
Detailed description of the invention
Below in conjunction with accompanying drawing, embodiment of the present utility model is described further.
See Fig. 1-3, installation concrete in figure and connection mode have, Steel bar hanger, it comprises two " work " font crossbeams 2, the upper end face of a crossbeam 2 is welded with symmetrical hanger 1 wherein, the left side of two crossbeams 2 is welded with transverse sleeves 4 respectively, the right side of two crossbeams 2 is welded with longitudinal sleeve 5 respectively, latch 3 is inserted in transverse sleeves 4, bearing pin 6 is arranged in longitudinal sleeve 5, the lower edges of two crossbeams 2 is all processed with semicircle orifice, forms circular hole 7 after merging, and the two ends of two crossbeams 2 are provided with end-blocking steel plate 8; Two crossbeams are 2-in-1 and can rotate around bearing pin 6 afterwards; Latch 3 can plug in transverse sleeves 4; Spacing between circular hole 7 can adjust, and the quantity of circular hole 7 can adjust.
Device specific works process of the present utility model and principle are:
Before lifting, pull out latch 3, by crossbeam 2 separately, the reinforcing bar processed is placed on circular hole 7, then crossbeam 2 is closed, plug latch 3, hanging hanger 1 with loop wheel machine, winching to the position of installing reinforcing bar, because the spacing between circular hole 7 is identical with needing the spacing of carrying out the reinforcing bar docked, so the reinforcing bar played is aimed at mounted reinforcing bar, screw reinforcing steel bar connecting sleeve tube, after reinforcement installation completes, pull out latch 3, crossbeam 2 is separately hung reinforcing bar, and then plug latch 3, carry out next lifting circulation.
Advantage of the present utility model is:
1, adopt the suspender with reinforced hole to carry out reinforcing bar lifting, avoid the bundled lifting of reinforcing bar and hold caducous danger;
2, to be played location by loop wheel machine during reinforcing bar location and installation, avoid and manually by root, location is installed, be easy to location, save manpower and time;
3, adopt book suspender to carry out reinforcement installation, disposablely can install many reinforcing bars, easy to operate, the duration is short.
Claims (4)
1. Steel bar hanger, it is characterized in that: it comprises two " work " fonts crossbeam (2), the upper end face of a crossbeam (2) is welded with symmetrical hanger (1) wherein, the left side of two crossbeams (2) is welded with transverse sleeves (4) respectively, the right side of two crossbeams (2) is welded with longitudinal sleeve (5) respectively, latch (3) is inserted in transverse sleeves (4), bearing pin (6) is arranged in longitudinal sleeve (5), the two edges up and down that two crossbeams (2) merge mutually are all processed with semicircle orifice, circular hole (7) is formed after merging, the two ends of two crossbeams (2) are provided with end-blocking steel plate (8).
2. Steel bar hanger according to claim 1, is characterized in that: can rotate around bearing pin (6) after two described crossbeams (2) merge.
3. Steel bar hanger according to claim 1 and 2, is characterized in that: described latch (3) can plug in transverse sleeves (4).
4. Steel bar hanger according to claim 1, is characterized in that: the spacing between described circular hole (7) can adjust, and the quantity of circular hole (7) can adjust.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520080144.2U CN204434056U (en) | 2015-02-05 | 2015-02-05 | Steel bar hanger |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520080144.2U CN204434056U (en) | 2015-02-05 | 2015-02-05 | Steel bar hanger |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204434056U true CN204434056U (en) | 2015-07-01 |
Family
ID=53601952
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520080144.2U Expired - Fee Related CN204434056U (en) | 2015-02-05 | 2015-02-05 | Steel bar hanger |
Country Status (1)
Country | Link |
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CN (1) | CN204434056U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105129602A (en) * | 2015-09-24 | 2015-12-09 | 中铁四局集团第二工程有限公司 | Sling capable of integrally lifting long and large-diameter vertical steel bars |
CN107100651A (en) * | 2017-05-13 | 2017-08-29 | 山东佳信机械设备有限公司 | A kind of tunnel-liner is seamlessly connected reinforcing bar positioning, splash guard laying chassis |
CN113235826A (en) * | 2021-05-19 | 2021-08-10 | 中建桥梁有限公司 | Steel bar wire connection installation positioning method |
-
2015
- 2015-02-05 CN CN201520080144.2U patent/CN204434056U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105129602A (en) * | 2015-09-24 | 2015-12-09 | 中铁四局集团第二工程有限公司 | Sling capable of integrally lifting long and large-diameter vertical steel bars |
CN107100651A (en) * | 2017-05-13 | 2017-08-29 | 山东佳信机械设备有限公司 | A kind of tunnel-liner is seamlessly connected reinforcing bar positioning, splash guard laying chassis |
CN107100651B (en) * | 2017-05-13 | 2023-05-26 | 山东佳信机械设备有限公司 | Tunnel lining seamless connection reinforcing steel bar positioning and waterproof board laying trolley |
CN113235826A (en) * | 2021-05-19 | 2021-08-10 | 中建桥梁有限公司 | Steel bar wire connection installation positioning method |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150701 Termination date: 20210205 |